PA9901-LR000518 (3) IN -PLACE DENSITY TJL JTING
ENGINEERING, INC.
a division of " k:rracOn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/10/2000 Report No.: 0012474 Report Date
05/18/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116
Carrollton TX 75006 Coppell, Texas
Services: In -place density testing.
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test Method:
Hisaw ASTM D -698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dk brown sandy clay (lime treated) 21.5 98.0 -3/ +3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pcf) (% max)
Parking Lot
74 Pump house at Grade 1 19.9 97.2 99
Pump House Road
75 Approximately 350' W of State St. at Grade 1 19.5 99.5 102
76 Approximately 170' W of State St. at Grade 1 19.9 98.1 100
77 Approximately 50' W of State St. at Grade 1 23.5 94.6 97
Test results on this report meet project specification.
eering, Inc.
Technician: Phil Green Started: 4:OOp Finished: 5:30p
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. 'rlc J. Cleveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SDS Page 1 of 1
CONCRETE COMPRE;,, iIVE STRENGTH TES
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/18/2000 Report No.: 0010318 05/18/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116 Coppell, Texas
Carrollton TX 75006
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/18/2000 BATCH TIME: 10:2Oam
PLANT: 27 TIME SAMPLED: 11: loam BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 84 F CONCRETE: 80 F
SLUMP: 3 -5" TRUCK NO: 653 TICKET NO: 506047
AIR: 3 -6% AIR CONTENT ( %): 3.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Northwest parking lot and west end of firelane
ASTM C -172
ASTM C -39 Sample was obtained at point of discharge of pump hose.
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.00 04/25/2000 7 83650 2960
1 2 5.00 04/25/2000 7 84810 3000
Average 2980
1 3 5.00 05/16/2000 28 118830 4200
1 4 5.00 05/16/2000 28 119580 4230
Average 4220
Sample location: 20 Feet south, 110' east of NW corner of parking lot
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of I Engineering, Inc.
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CONCRETE COMPRE: ,DIVE STRENGTH TES
ENGINEERING, INC
a division of 1I rtacon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/18/2000 Report No.: 0010318 05/18/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116 Coppell, Texas
Carrollton TX 75006
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/18/2000 BATCH TIME: 12:2Opm
PLANT: 27 TIME SAMPLED: 12:45pm BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 85 F CONCRETE: 82 F
SLUMP: 3 -5" TRUCK NO: 653 TICKET NO: 506058
AIR: 3 -6% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.25 04/25/2000 7 98230 3470
2 2 5.25 04/25/2000 7 97240 3440
Average 3460
2 3 5.25 05/16/2000 28 129390 4580
2 4 5.25 05/16/2000 28 133810 4730
Average 4660
Sample location: 30 Feet south, 30 feet E of NW corner of parking lot
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page 2 of 5
CONCRETE COMPRES►,IVE STRENGTH TEST HE
ENGINEERING, INC.
a division of 1I rr con
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/18/2000 Report No.: 0010318
05/18 /2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116 Coppell, Texas
Carrollton TX 75006
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/18/2000 BATCH TIME: 12:1 Spm
PLANT: 27 TIME SAMPLED: 2:4Opm BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 80 F
SLUMP: 3 -5 TRUCK NO: 931 TICKET NO: 506074
AIR: 3 -6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pd): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See below
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 220
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.00 04/25/2000 7 89290 3160
3 2 5.00 04/25/2000 7 84520 2990
Average 3080
3 3 5.00 05/16/2000 28 118800 4200
3 4 5.00 05/16/2000 28 123640 4370
Average 4290
Sample location: 60' S, 40' E of firelane of NW corner of parking lot
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPRE►_ AVE STRENGTH TES' WC
ENGINEERING, INC.
a division of 1kerr7e con
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/18/2000 Report No.: 0010318 05/18/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116 Coppell, Texas
Carrollton TX 75006
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/18/2000 BATCH TIME: 3:25pm
PLANT: 27 TIME SAMPLED: 4:1Opm BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 84 F
SLUMP: 3-5" TRUCK NO: 94 TICKET NO: 506084
AIR: 3 -6% AIR CONTENT ( %): 4.4 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 280
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.25 04/25/2000 7 90980 3220
4 2 5.25 04/25/2000 7 89050 3150
Average 3190
4 3 5.25 05/16/2000 28 110760 3920
4 4 5.25 05/16/2000 28 113080 4000
Average 3960
Sample location: 240 Feet S, 40' W of firelane NW corner of parking lot
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 4 of 5
Report No.: 0010318
•
oe,.e�a, ollrvr.m�
Technician: Mario Villanueva Started: 11:OOam Finished: 6:OOpm 4' � /
Report Distribution:
'' n erin ;, Inc.
(I) Hisaw & Associates - -- T- _ --
(1) City of Coppell - Engineering Dept. • J. Cleveland, P.B.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 5 of 5